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STATE ST over WHITE OAK CR

Map

Coordinates:
+32.39904, -90.14968
32°23'57" N, 90°08'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STATE ST over WHITE OAK CR
Structure number:SA2500000000191
Location:SEC 1 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:74.1 tons [67.4 metric tons]
Inventory rating:28.8 tons [26.2 metric tons]
Sufficiency rating:89.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201689.1FairSatisfactoryVery GoodGood-12000
September 201491.5GoodVery GoodVery GoodVery Good-10000
February 201396.6GoodVery GoodVery GoodVery Good-10000
February 201196.6GoodVery GoodVery GoodVery Good-10000
February 201096.6GoodExcellentExcellentExcellent-10000
November 200796.6GoodExcellentExcellentExcellent-10000
November 200596.6GoodExcellentExcellentExcellent-10000
February 200496.6GoodExcellentExcellentExcellent-10000
February 200296.6GoodExcellentExcellentExcellent-10000
February 200096.8GoodExcellentExcellentExcellent-8628
March 199896.8GoodExcellentExcellentExcellent-8628
April 199696.8GoodExcellentExcellentExcellent-8628